Zobrazeno 1 - 10
of 122
pro vyhledávání: '"Fabrizio Gara"'
Autor:
José C. Matos, Vanni Nicoletti, Jakub Kralovanec, Hélder S. Sousa, Fabrizio Gara, Martin Moravcik, Maria J. Morais
Publikováno v:
Applied Sciences, Vol 13, Iss 22, p 12343 (2023)
Europe faces many problems connected to ageing infrastructure which was built in the second half of the 20th century. Bridges are one of the crucial elements of these infrastructures. In recent years, European countries have witnessed many failures o
Externí odkaz:
https://doaj.org/article/000ab0a1f37046e6b97f34903110e384
Publikováno v:
Infrastructures, Vol 8, Iss 6, p 100 (2023)
Vibrations are an issue of increasing importance in current footbridge design practice. More sophisticated footbridges with increasing spans and more effective construction materials result in lightweight structures and a high ratio of live load to d
Externí odkaz:
https://doaj.org/article/b739c43f63e748a486c6d63fa37eb686
Autor:
Vanni Nicoletti, Fabrizio Gara
Publikováno v:
Buildings, Vol 13, Iss 3, p 598 (2023)
This paper deals with modelling strategies for the updating of Finite Element Models (FEMs) of infilled Reinforced Concrete (RC) frame buildings. As is known, this building typology is the most adopted worldwide for residential houses and strategic b
Externí odkaz:
https://doaj.org/article/029883cc1bf4478b9a792f9fc4e439ca
Publikováno v:
Infrastructures, Vol 8, Iss 2, p 24 (2023)
Many transportation infrastructures all around the world are facing new challenges in terms of ageing and loss of performance. The infrastructural asset managers are required to perform scrupulous control of the health condition of the infrastructure
Externí odkaz:
https://doaj.org/article/2114f3652bae491c94c180398ef6ca83
Publikováno v:
Infrastructures, Vol 7, Iss 9, p 122 (2022)
The seismic assessment of existing bridges is of the utmost importance to characterise the main structural deficiencies, estimate the risk, prioritise retrofit interventions, or estimate losses and repair costs in case of earthquakes. The above tasks
Externí odkaz:
https://doaj.org/article/53dd69a4be414db1b65431f18fb698c7
Autor:
Raoul Davide Innocenzi, Vanni Nicoletti, Davide Arezzo, Sandro Carbonari, Fabrizio Gara, Luigino Dezi
Publikováno v:
Applied Sciences, Vol 12, Iss 7, p 3547 (2022)
This paper presents the results and interpretations of static and dynamic tests that were executed on a newly built cable-stayed steel-concrete composite bridge during the final proof testing. A brief description of the structure, the testing methodo
Externí odkaz:
https://doaj.org/article/1507753a6c1347d1a0b4487590473956
Publikováno v:
Applied Sciences, Vol 11, Iss 2, p 568 (2021)
This paper presents finite elements for a higher order steel–concrete composite beam model developed for the analysis of bridge decks. The model accounts for the slab–girder partial interaction, the overall shear deformability, and the shear-lag
Externí odkaz:
https://doaj.org/article/271432579642461b8f0682be875a82d3
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
This paper deals with the seismic retrofit of existing frames by means of external passive dissipative systems. Available in different configurations, these systems allow high flexibility in controlling the structural behaviour and are characterized
Externí odkaz:
https://doaj.org/article/ee2a44cdcbe645fe874fae704961dc02
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
We analyse the effect of temperature and wind velocity on the natural frequencies and modal damping ratios of the Faculty of Engineering Tower at the Università Politecnica delle Marche, a 10-story reinforced concrete frame building, permanently mon
Externí odkaz:
https://doaj.org/article/8223b162d5314c50ad4c8f760a1e7c0b
Autor:
Davide Arezzo, Simone Quarchioni, Vanni Nicoletti, Sandro Carbonari, Fabrizio Gara, Cipriani Leonardo, Graziano Leoni
Publikováno v:
Procedia Structural Integrity. 44:2098-2105
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a443c3991b5ff8bad0302de935050e4
https://doi.org/10.1016/j.prostr.2023.01.268
https://doi.org/10.1016/j.prostr.2023.01.268